Iveco EUROCARGO, Instructions Manual

Page: 120 / 226

30
EUROCARGO Euro 6
–
APPLICATIONS OF SUPERSTRUCTURES
APPLICATIONS OF SUPERSTRUCTURES
3.8
INSTALLING A CRANE
–
Printed 603.95.747
–
1st Ed. - Base 12/2013
Table 3.9 - Cranes mounted behind cab (counter chassis secured with shear resistant plates)
Model
Frame
section
[mm]
Total torque M
G
max [kNm]
20
20
30 30
40 40
50 50
60 60
70 70
80 80
90
90
100
100
120 120
140 140
160
160
180
180
200
200
220 220
240 240
260 260
280 280
300
Minimum value of the section modulus of the counter chassis section W
x
[cm 3 ] (1)
60E, 65E, 75E, 80EL 172.5x65x4 A A A 31 46 57 89 105 119 E
60E, 65E, 75E, 80EL 172.5x65x5 A A A A 31 46 57 57 89 E
80E, 90E, 100E 195.5x65x4 A A A A 31 46 57 89
105
E
80E, 90E, 100E
110EL
(1)
, 120EL
(1)
195.5x65x5 A A A A A 31 46 57 89
105
E
110EL (1) , 120EL (1) 195.5x65x6 A A A A 19 36 46 57 89 E
120E, 140E, 150E
110EW
240x70x5 A A A A A A A 21 36 89
105
E
120E, 140E 150E, 160E
150EW
240x70x6 A A A A A A A A 31 57 89 E
120E, 140E, 150E, 160E 240x70x6.7 A A A A A A A A 21 46 89
105
E
150E, 160E 240x70x7.7 A A A A A A A A 21 36 46 89
119 135
E
180E, 190EL 262.5x80x6 A A A A A A A A 21 31 57 89
105 135 173 208 245
E
180E, 190EL 262.5x80x6.7 A A A A A A A A A 21 46 89 89
135 150 173 208 245
E
180E, 190EL 262.5x80x7.7 A A A A A A A A A 21 36 89 89
135 150 173 208 245
E
A
= The reinforcement section specified for the relevant superstructure is sufficient (e.g.. Table 3.4 for normal containers). Close the re-
inforcement section in the crane assembly area. In the crane area, brace the reinforcement profile sections which have a thickness of less
than 5 mm.
E = To be checked case-by-case. Send IVECO technical documentation with verification of stress and stability.
(1)
In the long cab version use a section with modulus of resistance W
x
not less than 57 cm
3
.
Note For the dimensions of the profiles see Table 3.2.
Should it be necessary to reduce the height of the counter chassis section (using shear resistant connections between the chassis
and counter chassis), combined sections may be used in place of the channel section as indicated in Table 3.10, on condition that
the wing width and thickness are not less than those of the section recommended by IVECO (Table 3.9). The possibility of using
materials with superior mechanical characteristics requires verification of the total moment of resistance of the chassis plus counter
chassis.
Since reducing the height of the section also reduces the torsional resistance, in the crane support area, the Bodybuilder must
take the necessary measures so as to ensure adequate torsional rigidity of the counter chassis: for this reason it is recommended
that sections with a height of less than 120 mm are not used. However, since such arrangements limit the torsional capacity of the
vehicle chassis, their realization must be provided only for road use.
Table 3.10 - Crane behind cab (solutions with combined reinforcement sections)
A B C D
R
0.2
(N/mm
2
) (1) 320 320 360 360
Maximum reduction of the section height [mm] 40 60 100 120
L
V
(see figure 3.21)
0.25 L
H
or L
A
0.35 L
H
or L
A
0.55 L
H
or L
A
0.60 L
H
or L
A